| | | FW_POINT ATTRIBUTE DATA FORMAT |
| Position | R | Item | Framework Column Name | Oracle Datatype | Column Short Name | Description | Description Definition Table |
| 1 | * | point shape number | point_shape_id | NUMBER(10) | pointshpid | Identifier of the associated spatial point in the point shape file |
| 2 | | framework point id | fw_point_id | NUMBER(10) | fwpointid | Identifier for Point records in the Framework system. |
| 3 | | corner id | corner_id | NUMBER(10) | cornerid | Identifier to define corners |
| 4 | | corner label text | corner_label_txt | VARCHAR2(64) | cnrlbltxt | The corner label text is text about the name or description of a point. |
| 5 | * | point type | point_type_cd | NUMBER(2) | pointtycd | '1' Geodetic Control Point | coord_point_ty_code |
| | | | | | '2' Significant Coordinated Location |
| | | | | | '3' Corner Point |
| 6 | * | point coordinate latitude | point_latitude_coord | NUMBER(14,11) | pntlatcord | The angle which the normal at the Point, projected to the ellipsoid, makes with the plane of the geodetic equator. Positive Latitudes will be understood to be the angle measured north from the equator. The ellipsoid used shall be the Geodetic Reference System of 1980 (GRS 80). The datum for coordinates shall be the North American Datum of 1983 (NAD 83). This is a double precision number with units being decimal degrees. |
| 7 | * | point coordinate longitude | point_longitude_coord | NUMBER(15,11) | pntlngcord | The angle between the plane of the geodetic meridian passing through the Point and the plane of the Meridian of Greenwich. Positive Longitudes will be understood to be the angle measured east from Greenwich. The ellipsoid for determining Longitude shall be the Geodetic Reference System of 1980 (GRS 80). The datum for coordinates shall be the North American Datum of 1983 (NAD 83). This is a double precision number with units being decimal degrees. |
| 8 | | point coordinate vertical | point_vert_coord | NUMBER(7,3) | pntvrtcord | The vertical distance from a datum to the Point. A vertical datum is any level surface (as for example, mean sea level) taken as a surface of reference from which to reckon elevations. The datum shall be the North American Vertical Datum of 1988 (NAVD 88). The unit shall be the meter. |
| 9 | | point established date | point_established_dt | DATE | pntestdt | The date the point was established.(CCYYMMDD) |
| 10 | | point project name | point_project_nm | VARCHAR2(240) | pntprojnm | Project Name in which the point was measured. |
| 11 | | geodetic point name | geopoint_nm | VARCHAR2(40) | geopntnm | Up to 40 characters of text which represent the name used to identify the control point |
| 12 | | geodetic point alias text | geopoint_alias_txt | VARCHAR2(40) | geopntatxt | Up to 40 characters of text which represent an alternate form of the name used to identify the control point. These alias entries arise due to non-standard naming conventions used by various agencies and individuals. |
| 13 | | geodetic point id text | geopoint_pid_txt | VARCHAR2(16) | geopntptxt | An alphanumeric designator given by an agency to identify the Geodetic Control Point |
| 14 | | significant coordinated point name | signcoord_nm | VARCHAR2(30) | sigcordnm | Significant coordinated location name |
| 15 | | significant coordinated point description | signcoord_desc | VARCHAR2(240) | sigcordesc | Significant coordinated location description |
| 16 | | corner point accept flag | cnrpoint_accept_flg | VARCHAR2(1) | cnrpntaflg | This flag indicates if the Corner Point is accepted as the location of the Corner. |
| 17 | | corner point accept date | cnrpoint_accept_dt | DATE | cnrpntadt | Date the corner point was accepted (CCYYMMDD) |
| 18 | | corner point dispute flag | cnrpoint_dispute_flg | VARCHAR2(1) | cnrpntdflg | Flag to represent a disputed corner point |
| 19 | * | monument status code | cnrpoint_mon_stat_cd | NUMBER(2) | cnrpntmscd | '1' Monumented | corner_point_mon_stat_code |
| | | | | | '2' Not monumented |
| | | | | | '3' Monumentation unknown |
| 20 | * | horizontal coordinate system type code | horz_meas_type_cd | NUMBER(2) | hzmtypecd | '1' Geographic Coordinate | horz_meas_ty_code |
| | | | | '2' Plane Coordinate |
| 21 | | plane coordinate system id | plane_coord_syst_id | NUMBER(2) | plcrdsysid | '1' UTM, 10 | plane_coord_syst? |
| | | | | | '2' UTM, 11 | Table is empty in cadastre. |
| | | | | | '3' SPCS27, 1101 | Need to still check code values. |
| | | | | | '4' SPCS27, 1102 |
| | | | | | '5' SPCS27, 1103 |
| | | | | | '6' SPCS27, 3601 |
| | | | | | '7' SPCS27, 3602 |
| | | | | | '8' SPCS27, 4601 |
| | | | | | '9' SPCS27, 4602 |
| | | | | | '10' SPCS83, 1101 |
| | | | | | '11' SPCS83, 1102 |
| | | | | | '12' SPCS83, 1103 |
| | | | | | '13' SPCS83, 3601 |
| | | | | | '14' SPCS83, 3602 |
| | | | | | '15' SPCS83, 4601 |
| | | | | | '16' SPCS83, 4602 |
| 22 | * | horizontal datum type code | horz_meas_datum_type_cd | NUMBER(2) | hzmdatycd | '1' NAD 83 North American Datum of 1983 | horz_meas_datum_ty_code |
| | | | | | '2' NAD 27 North American Datum of 1927 |
| | | | | | '3' NAD 83 North American Datum of 1983 (1991) |
| 23 | | measured latitude | horz_meas_geo_lat_coord | NUMBER(14,11) | hzmgltcord | A geographic north-south coordinate is a latitude, defined as the angle which the normal at the Point, projected to the ellipsoid, makes with the plane of the geodetic equator. |
| 24 | | measured longitude | horz_meas_geo_long_coord | NUMBER(15,11) | hzmglgcord | A geographic east-west coordinate is a longitude, defined as the angle between the plane of the geodetic meridian passing through the Point and the plane of the Meridian of Greenwich. |
| 25 | | measured plane easting coordinate | horz_meas_plane_ew_x_coord | NUMBER(10,3) | hzmpewxcrd | This is the coordinate describing the east-west position of the point. |
| 26 | | measured plane northing coordinate | horz_meas_plane_ns_y_coord | NUMBER(10,3) | hzmpnsycrd | This is the coordinate describing the north-south position of the point |
| 27 | * | horizontal plane coordinate unit | horz_umeas_id | NUMBER(2) | hzumeasid | 3 Int metric meters | unit_of_meas |
| | | | | | 100 Int metric kilometers | meas_sys_code |
| | | | | | 101 Int metric decimeters |
| | | | | | 103 Int metric millimeters |
| | | | | | 120 US leagues |
| | | | | | 121 US nautical miles |
| | | | | | 122 US miles |
| | | | | | 123 US yards |
| | | | | | 124 US feet |
| | | | | | 125 US inches |
| | | | | | 130 US survey miles |
| | | | | | 131 US survey feet |
| | | | | | 132 US survey chains |
| | | | | | 133 US survey links |
| | | | | | 134 US survey rods |
| | | | | | 135 US survey poles |
| | | | | | 136 US survey perches |
| | | | | | 137 US survey fathoms |
| 28 | * | horizontal measurement method code | horz_measmeth_cd | NUMBER(2) | hzmmethcd | 1 Calculation | meas_meth_code |
| | | | | 2 Computerized Map Scaling |
| | | | | | 3 Conventional Survey |
| | | | | | 4 Digitized |
| | | | | | 5 Geodetic GPS Survey |
| | | | | | 6 Inertial Survey |
| | | | | | 7 Mechanical Map Scaling |
| | | | | | 8 Photo Pinned |
| | | | | | 9 Phototriangulation |
| | | | | | 10 Resource Grade GPS |
| | | | | | 11 Vectorized |
| | | | | | 12 Survey CoGo |
| | | | | | 14 Visual Estimation |
| | | | | | 15 Formula Prediction |
| | | | | | 16 Field Measurement |
| | | | | | 18 Field Estimation |
| | | | | | 19 Onsite Calculation |
| | | | | | 20 Office Estimation |
| | | | | | 21 Algorithm |
| | | | | | 999 Unknown |
| 29 | * | horizontal measurement accuracy | horz_meas_accuracy_cd | NUMBER(2) | hzmaccycd | 0' Accuracy not known | meas_accuracy_level_code |
| | | | | '1' 1-Millimeter, 95% < or = to .001 meter |
| | | | | | '2' 2-Millimeter, 95% < or = to .002 meter |
| | | | | | '3' 5-Millimeter,95%< or = to .005 meter |
| | | | | | '4' 1-Centimeter,95%<or=to .01meters |
| | | | | | '5' 2-Centimeter,95%<or =to .02 meters |
| | | | | | '6' 5-Centimeter,95%<or= to .05 meters |
| | | | | | '7' 1-Decimeter,95 % <or=to .10 meters |
| | | | | | '8' 2-Decimeter,95%< or = .20 meters |
| | | | | | '9' 5-Decimeter,95%<or= to .50 meters |
| | | | | | '10' 1-Meter, 95% < or = to 1.000 meters |
| | | | | | '11' 2-Meter, 95% < or = to 2.000 meters |
| | | | | | '12' 5-Meters, 95% < or = to 5.000 meters |
| | | | | | '13' 10-Meter, 95% < or = to 10.000 meters |
| | | | | | '14' 20-Meter, 95% < or = to 20.000 meters |
| | | | | | '15' 50-Meter, 95%, < or = to 50.000 meters |
| | | | | | '16' 100-Meter, 95% < or = to 100.0 meters |
| | | | | | '17' 100-Meter, 95%>100.000 meters |
| 30 | | vertical z coordinate | vert_meas_z_coord | NUMBER(8,3) | vrtmzcord | The vertical distance from a datum to the Point |
| 31 | | vertical measurement accepted flag | vert_meas_accepted_flg | VARCHAR2(1) | vrtmaccflg | 'Y' Accepted as the best representation of the point |
| 32 | | vertical coordinate datum code | vert_meas_datum_cd | NUMBER(2) | vrtmdatcd | 1 National Geodetic Vertical Datum of 1929 | vert_meas_datum_code |
| | | | | | 2 North America Vertical Datum of 1988 |
| | | | | | 3 Tidal datum defined by phase of tide |
| | | | | | 4 3 dimentional figure formed by rotating an elipse |
| | | | | | 5 Local Datum holding an arbritary elev. |
| 33 | | vertical measurement unit | vert_umeas_id | NUMBER(2) | vrtumeasid | 3 Int metric meters | unit_of_meas |
| | | | | | 100 Int metric kilometers | meas_sys_code |
| | | | | | 101 Int metric decimeters |
| | | | | | 103 Int metric millimeters |
| | | | | | 120 US leagues |
| | | | | | 121 US nautical miles |
| | | | | | 122 US miles |
| | | | | | 123 US yards |
| | | | | | 124 US feet |
| | | | | | 125 US inches |
| | | | | | 130 US survey miles |
| | | | | | 131 US survey feet |
| | | | | | 132 US survey chains |
| | | | | | 133 US survey links |
| | | | | | 134 US survey rods |
| | | | | | 135 US survey poles |
| | | | | | 136 US survey perches |
| | | | | | 137 US survey fathoms |
| 34 | | vertical measurement method code | vert_measmeth_cd | NUMBER(2) | vrtmmethcd | 1 Calculation | meas_meth_code |
| | | | | 2 Computerized Map Scaling |
| | | | | | 3 Conventional Survey |
| | | | | | 4 Digitized |
| | | | | | 5 Geodetic GPS Survey |
| | | | | | 6 Inertial Survey |
| | | | | | 7 Mechanical Map Scaling |
| | | | | | 9 Phototriangulation |
| | | | | | 10 Resource Grade GPS |
| | | | | | 11 Vectorized |
| | | | | | 12 Survey CoGo |
| | | | | | 14 Visual Estimation |
| | | | | | 15 Formula Prediction |
| | | | | | 16 Field Measurement |
| | | | | | 18 Field Estimation |
| | | | | | 19 Onsite Calculation |
| | | | | | 20 Office Estimation |
| | | | | | 21 Algorithm |
| | | | | | 999 Unknown |
| 35 | | vertical measurement accuracy | vert_meas_accuracy_cd | NUMBER(2) | vrtmaccycd | 0' Accuracy not known | meas_accuracy_level_code |
| | | | | | '1' 1-Millimeter, 95% < or = to .001 meter |
| | | | | | '2' 2-Millimeter, 95% < or = to .002 meter |
| | | | | | '3' 5-Millimeter,95%< or = to .005 meter |
| | | | | | '4' 1-Centimeter,95%<or=to .01meters |
| | | | | | '5' 2-Centimeter,95%<or =to .02 meters |
| | | | | | '6' 5-Centimeter,95%<or= to .05 meters |
| | | | | | '7' 1-Decimeter,95 % <or=to .10 meters |
| | | | | | '8' 2-Decimeter,95%< or = .20 meters |
| | | | | | '9' 5-Decimeter,95%<or= to .50 meters |
| | | | | | '10' 1-Meter, 95% < or = to 1.000 meters |
| | | | | | '11' 2-Meter, 95% < or = to 2.000 meters |
| | | | | | '12' 5-Meters, 95% < or = to 5.000 meters |
| | | | | | '13' 10-Meter, 95% < or = to 10.000 meters |
| | | | | | '14' 20-Meter, 95% < or = to 20.000 meters |
| | | | | | '15' 50-Meter, 95%, < or = to 50.000 meters |
| | | | | | '16' 100-Meter, 95% < or = to 100.0 meters |
| | | | | | '17' 100-Meter, 95%>100.000 meters |
| 36 | | monument established date | monument_set_date | DATE | monsetdt | The date on which the monument was erected. (CCYYMMDD) |
| 37 | | monument type code | monument_type_cd | NUMBER(2) | montypecd | '1' Other | survey_monument_ty_code |
| | | | | | '2' Aluminum Cap | Table is empty in cadastre. |
| | | | | | '3' Aluminum Marker | Need to still check code values. |
| | | | | | '4' Astro Pier |
| | | | | | '5' Axle |
| | | | | | '6' Azimuth Mark Disk |
| | | | | | '7' Baseline Pier Disk |
| | | | | | '8' Bench Mark Disk |
| | | | | | '9' Bolt |
| | | | | | '10' Boundry Marker Disk |
| | | | | | '11' Brass Cap |
| | | | | | '12' Calibration Base Line |
| | | | | | '13' Cap and Bolt |
| | | | | | '14' Chiseled Circle |
| | | | | | '15' Chiseled Cross |
| | | | | | '16' Chiseled Square |
| | | | | | '17' Chiseled Triangle |
| | | | | | '18' Clay Tile Pipe |
| | | | | | '19' Concrete Post |
| | | | | | '20' Disk |
| | | | | | '21' Drill Hole |
| | | | | | '22' Earthenware Pot |
| | | | | | '23' Fence Post |
| | | | | | '24' Flange-encased Rod |
| | | | | | '25' Glass Bottle |
| | | | | | '26' Gravity Reference Mark Disk |
| | | | | | '27' Gravity Plug |
| | | | | | '28' Gravity Station Disk |
| | | | | | '29' Horizintal Control Disk |
| | | | | | '30' Iron Pipe |
| | | | | | '31' Iron Post |
| | | | | | '32' Magnetic Station Disk |
| | | | | | '33' Marked Stone |
| | | | | | '34' Metal Rod |
| | | | | | '35' Nail |
| | | | | | '36' Nos Hydrographic Survey Disk |
| | | | | | '37' Pipe Cap |
| | | | | | '38' PK nail |
| | | | | | '39' Rebar |
| | | | | | '40' Reference Mark Disk |
| | | | | | '41' Rivet |
| | | | | | '42' Rock |
| | | | | | '43' Rock Cairn |
| | | | | | '44' Spike |
| | | | | | '45' Steel Pin |
| | | | | | '46' Stone Monument |
| | | | | | '47' Survey Disk |
| | | | | | '48' Tidal Station Disk |
| | | | | | '49' Topographic Station Disk |
| | | | | | '50' Traverse Station Disk |
| | | | | | '51' Tree |
| | | | | | '52' Triangulation Station Disk |
| | | | | | '53' Water cap |
| | | | | | '54' Wooden Hub |
| | | | | | '55' Wooden Stake |
| | | | | | '56' Vertical control Disk |
| 38 | | monument setting type code | monument_setting_type_cd | NUMBER(3) | monsetycd | '1' unspecified shallow | survey_monument_setting_code |
| | | | | | '2' driven into the ground | Table is empty in cadastre. |
| | | | | | '3' imbedded in the ground | Need to still check code values. |
| | | | | | '4' surrounded by a mass of concrete |
| | | | | | '5' set into the top of an irregular mass of concrete |
| | | | | | '6' set into the top of an irregular mass of concrete |
| | | | | | '7' set into the top of a round concrete monument |
| | | | | | '8' set into the top of a square concrete monument |
| | | | | | '9' top of a prefabricated concrete post imbedded in |
| | | | | | '10' top of prefabricated concrete post surrounded by concrete |
| | | | | | '11' top of prefabricated conrete post imbedded in concrete |
| | | | | | '12' set in prefabricated concrete block imbedded in ground |
| | | | | | '13' set in prefabricated concrete block surrounded by concrete |
| | | | | | '14' set in prefabricated concrete block imbedded in concrete |
| | | | | | '15' a metal rod driven into the ground |
| | | | | | '16' metal rod with base plate buried/screwed in ground |
| | | | | | '17' set in top of metal pipe driven in ground' |
| | | | | | '18' top of metal pipe imbedded in ground |
| | | | | | '19' top of metal pipe surrounded by concrete |
| | | | | | '20' top of metal pipe imbeded in concrete |
| | | | | | '21' in cnct at cent. of clay tile pipe in wood pile in marsh |
| | | | | | '22' in cnct. incenter of clay tile pipe imbedded in ground |
| | | | | | '23' in cnct. at cntr. of clay tile pipe surr.by cnct. |
| | | | | | '24' set in cnct. at cntr. of clay tile pipe imbedded in concrete |
| | | | | | '30' light structures |
| | | | | | '31' pavements (street, sidewalk, curb, apron,etc.) |
| | | | | | '32' retaining walls, etc. = concrete ledge |
| | | | | | '33' piles and poles |
| | | | | | '34' footings/foundation walls of small/med structures |
| | | | | | '35' mat foundations, etc. = concrete slab |
| | | | | | '36' massive structures |
| | | | | | '37' massive retaining walls |
| | | | | | '38' abutments and piers of large bridges |
| | | | | | '39' tunnels |
| | | | | | '40' massive structures with deep foundations') |
| | | | | | '41' large structures with foundations on bedrock |
| | | | | | '45' unspecified depth |
| | | | | | '46' copper-clad steel rod |
| | | | | | '47' galvanized steel pipe |
| | | | | | '48' galvanized steel rod |
| | | | | | '49' stainless steel rod |
| | | | | | '50' aluminum alloy rod |
| | | | | | '55' unspecified pipe/rod in sleeve |
| | | | | | '56' copper clad steel rod in sleeve |
| | | | | | '57' galvanized steel pipe in sleeve |
| | | | | | '58' galvanized steel rod in sleeve |
| | | | | | '59' stainless steel rod in sleeve |
| | | | | | '60' aluminum alloy rod in sleeve |
| | | | | | '65' unspecified rock |
| | | | | | '66' in rock outcrop |
| | | | | | '67' set in drill hole in rock outcrop |
| | | | | | '68' set in drill hole in rock outcropmarked by chiseled cross |
| | | | | | '69' in drill hole in rock outcrop marked by chiseled triangle |
| | | | | | '70' set in drill hole in rock outcrop marked by chiseled circle |
| | | | | | '71' set in drill hole in rock outcrop marked by chiseled square |
| | | | | | '73' in a rock ledge |
| | | | | | '74' set in drill hole in rock ledge |
| | | | | | '75' set in drill hole in rock ledge crossing of chisel |
| | | | | | '76' set in drill hole in rock ledge marked bychiseled |
| | | | | | '77' set in drill hole in rock ledge marked bychiseled |
| | | | | | '78' set in drill hole in rock ledge marked bya chiseled lines |
| | | | | | '80' in a boulder |
| | | | | | '81' set in a drill hole in a boulder |
| | | | | | '82' set in a drill hole in a boulder marked by a chiseled cross |
| | | | | | '83' in a drill hole in a boulder marked by a chiseled triangle |
| | | | | | '84' set in a drill hole in a boulder marked by a chiseled circle |
| | | | | | '85' set in a drill hole in a boulder marked by a chiseled square |
| | | | | | '87' in a partially exposed boulder |
| | | | | | '88' in a drill hole in a partially exposed boulder |
| | | | | | '89' drill hole in partly exposed boulder mrkd by a chisel cross |
| | | | | | '90' drill hole in partly exposed boulder mrkd by a chisal triangle |
| | | | | | '91' drill hole in partly exposed boulder mrkd by a chisal circle |
| | | | | | '92' drill hole in partly exposed boulder mrkd by a chisal square |
| | | | | | '93' in bedrock |
| | | | | | '94' set in drill hole in bedrock |
| | | | | | '95' set in concrete in a depression in rock outcrop |
| | | | | | '96' set in concrete in a depression in rock ledge |
| | | | | | '97' set in concrete in a depression in boulder |
| | | | | | '98' set in concrete in a depression inpart exposed bou |
| | | | | | '99' set in concrete in a depression in bedrock |
| 39 | | monument stamping text | monument_stamping_txt | VARCHAR2(50) | momstmptxt | The stamping field should contain the exact stamping as it appears on the survey monument. If there is no stamping, make no entry here; however, if the marker is a type that is normally stamped, enter a short note about its being unstamped in the accompanying descriptive text. |
| 40 | | monument description text | monument_desc_txt | VARCHAR2(240) | mondesctxt | Every effort must be made to provide enough information for easy recovery of the point. A well written description should contain: any information about the specific setting or exact location of the mark if the coded values are not sufficient to describe it completely. When distance estimates or measurements are given in metric units, English equivalencies must follow in parentheses. Property ownership and contact point telephone numbers are desirable when private property must be crossed or occupied. |
| 41 | | monument accessory text | monument_accessory_txt | VARCHAR2(240) | monacsytxt | Distance and direction to, inscription, and designation of any monumented reference marks, reference objects, witness posts. Vertical reference to some nearby object (or the ground). |
| 42 | | monument access text | monument_access_txt | VARCHAR2(240) | monaccstxt | Every effort must be made to provide enough information for easy recovery of the point. A well written description should contain: (1) one or more references to some well known, readily available, location in terms of distances and directions. Intersections of prominent highways, landmarks, and public buildings in nearby towns prominent highways, landmarks, and public buildings in nearby towns are examples of such locations. In some cases, this location will require some description; (2) detailed directions concerning how one would proceed to the mark site from one or more of these prominent locations; When distance estimates or measurements are given in metric units, English equivalencies must follow in parentheses. Property ownership and contact point telephone numbers are desirable when private. |
| 43 | | monument recovery date | recov_dt | DATE | recovdt | The date of the Monument Recovery.(CCYYMMDD) |
| 44 | | monument recovery condition code | recov_type_cd | NUMBER(2) | recovtycd | '1' Good | monument_recov_cond_code |
| | | | | '2' Not recovered, not found | Table is empty in cadastre. |
| | | | | | '3' Poor, Disturbed, Mutilated, Requires Maintenance | Need to still check code values. |
| | | | | | '4' Destroyed, marker separated from setting. |
| | | | | | '5' Not Monumented --Monument Removed |
| 45 | | monument recovery condition text | recov_condition_txt | VARCHAR2(40) | recovcntxt | This provides a text field to describe in detail the changes in the monument condition, monument surroundings, and access to the monument. |
| 46 | * | document id | doc_id | NUMBER(10) | docid | Number to identify document record. |